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YY/ L- 1 wu. ,/ t_/' l j i I 1 V Y Y "L <br />CROSS BRACING DETAIL (TYP.) <br />SCALE: NTS <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING <br />MAX 24" SPAN (EITHER <br />SIDE OR BOTH IF REQ'D) <br />PROVIDE 2X4 MIN. BLOCKING AT <br />Q OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />N TRUSS <br />S <br />(2) 12D NAILS —I' <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL r2 <br />SCALE: NTS <br />HIP <br />G.T <br />(2) 2x8 #2 SYP w, <br />O.S.B. FLITCH PI <br />TOP @ TRUSS E <br />U.N.O. ON ROOF <br />PLAN <br />TYPIC <br />WALL <br />NOTE: PENDING BEAM <br />BEARING LOCATION, THE <br />BEAM CAN SIT ON TOP OF <br />COLUMN w/ (2) SIMP80N <br />HTS20 w/ (24) 1 Od x 1 1/2" <br />NAILS EACH <br />SIMPSON HU46/HUC46 w/ (8) <br />16d NAILS TO POST & (4) 1 Od <br />NAILS TO BEAM <br />SUPPORT COLUMN BUILT-UP <br />(2) 2x4's OR 4x4 w/ (2) 1 Od <br />NAILS @ 8" O.C. EACH PLY <br />(SHOWN AS 4 x 4) <br />(2) SIMPSON HETA20 w/ (8) 1 Od <br />x 1 1/2" NAILS EACH - OR (2) <br />SIMPSON MSTAM36 w/ (7) 10d <br />& (4) 1/4"x2 1/4" TITENS EACH <br />TIE BEAM <br />BEAM a@ RAISED ENTRY <br />MASONRY WALL 4 <br />SCALE: NTS <br />JACK TRUSS (AS SHOWN) <br />OR GABLE END SEE TRUSS <br />LAYOUT <br />CLIP EACH TRUSS <br />(SEE ROOF PLAN <br />FOR TYPE) <br />FRAME OUT TO <br />BLOCK EDGE <br />SEE DETAIL 4/D1 <br />FOR BEAM SIZE <br />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE 2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL @ENTRY FRONT WALL <br />SCALE:NTS <br />TRUSS NOTES: <br />TYP. HAND FRAMING ABOVE TRUSS <br />CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 <br />MAY NAILED EACH DIRECTION TYP. U.N.O. <br />SIMPSON LSTA18 <br />SEE PLAN <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />w/ MINE() 12d WHEN VERTICAL SCAB 2 x 6 <br />w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) <br />2x8 BLOCKING NAILED @ <br />CENTERED AT 16d INTO HEADER & (6) <br />SPLIT TO TIE <br />FOR CANT. <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />10d TOP & BOTTOM <br />PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS <br />10d INTO BEAM - SEE <br />BEAMS TOGETHER <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />OR SIMPSON H2.5A w/ <br />ROOF PLAN FOR MORE <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />WHEN REQUIRED w/ (2) (10) 8d NAILS <br />INFO <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />SIMPSON HTS20 w/ (24) 1 Od x7 <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />1 1/2" NAILS EACH <br />SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />COLUMN SIZE & BASE <br />7lis" OSB FLITCH PLATE <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />SEE FLOOR PLAN LCONNECTION INFO <br />REQ'D ONLY WHEN <br />2x4 #2 SYP NAILER. NAIL <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />COLLAR TIE <br />"� EVERY 3rd <br />FOR COLUMN SIZE <br />&ADDITIONAL INFO. <br />INDICATED ON BM. <br />SCHEDULE/PLAN <br />TO STUDS W/ 3 16d AT <br />( ) <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />� <br />7/16' OSB FLITCH PLATE <br />SEE FLOOR PLAN FOR <br />EACH STUD - TOENAIL7—PER <br />ROOF AND EXTERIOR <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />RAFTER <br />REQ'D ONLY WHEN <br />COLUMN SIZE & BASE <br />EACH TRUSS TO NAILER <br />SHEATHING ATTACHED <br />SPECIFIED BY TRUSS MANUF, SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" •�C'�C <br />INDICATED ON BM. <br />A <br />CONNECTION INFO <br />OPTION B <br />OPTION C. <br />w/ (3)10d <br />NAILING SCHEDULE <br />O.C. MAXIMUM, <br />2x4 SPF 2 (2) #7 x 3-1/2"OPTION <br />WOOD SCREW EACH <br />SCHEDULE/PLAN <br />SEE 2ND FLOOR WALL SECTION <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED <br />w/ (3) 12d <br />TRUSS OR SIMPSON <br />FOR ADDITIONAL INFORMATION <br />NAILS EACH TRUSS INTERSECTION. <br />CB H2.5A w/ (10) 8d NAILS. <br />COMMON B M TO POST ATTACHMENT <br />A <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />O <br />. <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />AT 48" OC <br />TB O.C. <br />t5vj <br />SEE ROOF PLAN <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />DB B <br />FOR BEAM SIZE & <br />SCALE: 3/4"=V-0" <br />IF 2x DOUBLE LEDGER, <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />CONNECTION INFO. <br />BM. SPLICE OVER <br />ATTACH FIRST PLY <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />FCENTER <br />OF POST <br />w/ (4) 16d NAILS TO EA. <br />PRE-ENG. TRUSS <br />A A <br />END OF TRUSS THEN <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />SEE PLAN FOR <br />TOP OF AM <br />ATTACH SECOND PLY <br />> <br />MAX &EACH END ALTERNATE <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />W/ (3) ROWS OF 16d <br />DIRECTION TYP. A <br />NAILS AT 24" O.C. • <br />v <br />v <br />o <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />o <br />AT 8'-0" W <br />SIMPSON LUS26 W/ (8) 10d NAILS <br />CD <br />MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />SIMPSON MTS18 w/ (14) <br />OR IF 2 PLY TRUSS SIMPSON <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />1 Od NAILS TYP. U.N.O. <br />SEE PLAN FOR SIMPSON <br />LUS26-2 w/ (8) 16d NAILS TO <br />SEE FLOOR FRAMING PLAN <br />THAN 4FT @ Z-0"O.C. MAX. W/ (3) 1Od <br />CANTILEVER IF MTS18 W/ (14) <br />LEDGER <br />AND J/S6 FOR MORE INFO. <br />COMMON TOENAILS TO TIE BEAM <br />SEE FLOOR PLAN FOR <br />INDICATED 10d NAILS <br />VERIFY WITH PLAN FOR <br />COLUMN SIZE & <br />TYP. U.N.O. <br />2X10 #2 SYP CONT. LEDGER w/ (3) <br />LOCATION AND DIRECTION <br />2X4 CONT. AT CONC. MASONRY <br />ADDITIONAL INFO. <br />1/2" X 41/2" LAG SCREWS ATTACH <br />(IF PARALLEL SEE 2/D2 FOR <br />7 <br />T & B CHORD STEEL WOODG <br />WOOD COLUMN SHOWN <br />( ) <br />LAG SCREWS INTO END OF EACH <br />BLOCKING INFO) <br />BEARINOR <br />SUPPORT <br />,0. <br />MIDDLE <br />FLOOR TRUSS, 24" O.C. MAX. (AT <br />. <br />EACH SIDE OF G.T. INSTALL (4) LAG <br />MASONRY WALL <br />m <br />SCREWS EACH SIDE) <br />(TYPICAL) <br />A -A ALTERNATE BLOCKING <br />CORNER <br />SECTION AT LOW <br />ROOF g <br />SEE <br />FOUNDATION <br />DETAIL @INTERIOR BEARING <br />PLAN <br />5„ <br />FOR MORE INFO <br />SCALE: NTS <br />= <br />3 <br />SCALE: NTS <br />COMMON BM. ATTACHMENTrl$ <br />o <br />WOOD TRUSS <br />A PROVIDE <br />BLOCKING AT ALL TRUSS BEARING <br />SCALE: NTS <br />SUPPORT <br />WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />00 <br />SCALE: NTS <br />VARIES <br />2x STUDS @ 16" O.C. <br />iE <br />ROOF SHEATHING <br />SEE 1/S5 FOR <br />SEE PLAN FOR <br />W/ SIMPSON SP1 w/ (10) 1Od <br />ATTACHED PER <br />ADDITIONAL <br />8d NAILS AT VALLEY TRUSS <br />NAILS AT BASE & SIMPSON <br />NAILING SCHEDULE <br />2x4 #2 SPF BRACING @ <br />OUTLOOKER <br />4" O.C. INFO. <br />SP2 w/ (12 ) 1 Od NAILS AT TOP <br />0 <br />16" O.C. W/ (4) 12d COMMON TRUSSES. <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />INFO. <br />2x BLOCKING BETWEEN STUDS <br />TOENAILS TO TOP SEE TRUSS PLAN <br />2x4 STUDS w/ SIMPSON NAILING SCHEDULE <br />TO TRUSS W/ (2) 12d TOENAILS <br />STRUCTURAL SHEATHING <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION <br />SP1 w/ (10) 10d NAILS <br />EACH END ( BETWEEN TRUSSES <br />N <br />ATTACHED PER NAILING <br />NAILS TO TRUSS SPF TOP INFORMATION. <br />AT BASE SEE J/S6 FOR <br />GAB <br />LOW ROOF/WALL <br />(2) 12d NAILS TO EACH VERTICAL <br />a <br />SCHEDULE <br />BOTTOM CHORD PLATE <br />MORE INFO. <br />TRUSS <br />SHEATHING ATTACHED <br />STUD) <br />9 <br />VARIES SEE PLAN <br />PER NAILING SCHEDULE <br />2x BASE PLATE W/ (2) 12d <br />E <br />VARIES W/ <br />FOR WALL LOCATION <br />2x4 BASE PLATE W/ <br />1/2 PLYWOOD <br />"" <br />NAILS " <br />@ 16 O.C. ALONG W/ <br />ROOF SLOPE <br />SIMPSON LSTA30 W/ <br />SIMPSON MTS12 w/ (14) 1 Od x <br />(22) 10d NAILS OR <br />(2) 16d NAILS TO <br />1 1/2" NAILS TO BLOCKING <br />= <br />WOOD WALL <br />SIMPSON MTS12 W/ <br />EACH COMMON <br />BELOW @ 16" O.C. <br />W <br />OR TRUSS. 2X4 CONT. W/ (2) <br />MIN. 2x4 #2 SPF STUDS @ <br />(14) 1 Od x 1 1/2" NAILS <br />TRUSS/ FRAMING <br />TYP TOP &BOTTOM <br />SEE PLAN 16d COMMONS <br />16" O.C. W/ EXTERIOR <br />TO FLOOR GIRDER <br />NAILS EACH <br />SHEATHING ATTACHED <br />BELOW @ 16" O.C. <br />o <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />• MASONRY WALL BELOW: SIMPSON <br />PLYWOOD <br />(3) 12d TOENAILS TO <br />d<. HETA16 w/ (9) 1 Od x 1 1/2" NAILS @ <br />FLOORING <br />0 <br />TRUSS OR <br />SEE PLAN FOR PLATE BELOW <br />MASONRY WALL �, <br />� . 4'-0" O.C. TO GABLE TRUSS <br />U <br />ROOF SYSTEM <br />TOP OF WALL :� <br />OR BEAM <br />• BEAM BELOW: SIMPSON HT820 w/ <br />a MIN. 2x4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE TRUSS PLAN <br />ca (24) 1Od x 1 1/2" NAILS @ 4'-0" O.C. <br />% <br />°. W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR SEE PLAN FOR <br />TO GABLE TRUSS <br />LOW ROOF TRUSS W/ <br />(2} 2x6 BLOCKING UNDER FLOOR G.T. <br />rz <br />MASONRY WALL SEE @ 3" FROM EACH END & <br />DIRECTION CONNECTION <br />COMMON TRUSS <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL w/ SEE PLAN <br />PLAN FOR MORE 16" O.C. MAX. <br />�` SEE ROOF PLAN <br />EXTENSION SEE TRUSS <br />SIMPSON LUS24-2 w/ (16) <br />SHEAR TRANSFER <br />INFO. >� <br />SECTION a@ FLOOR <br />FOR CONNECTION <br />MANUF. SPEC'S FOR <br />16d NAILS AT EACH END <br />N <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL <br />SECTION ENTRY 8 <br />CONNECTION 22 <br />SECTION AT <br />HIP GABLErl2 <br />SECTION � BUMP OUT 39 <br />SCALE: NTS <br />SCALE: NTS <br />SCALE: NTS <br />SCALE: NTS <br />SCALE: NTS <br />� DETAILS &SECTIONS <br />Ch `� <br />z Cl) <br />0 <br />—o <br />z04 <br />z <br />CL <br />z <br />c/1 C9 <br />W <br />•U — <br />Q W <br />c <br />F <br />k — <br />NIL/ <br />E <br />y <br />N Cl) <br />` , <br />\.l <br />O <br />m CV <br />W <br />F- <br />pN Cl) <br />f�0 Z3M <br />= <br />s 'O CV <br />U C�, <br />U <br />N0.o <br />¢Cc)) <br />�Qo <br />Al' <br />B D® <br />N C•B•D-C <br />. w�.. . <br />d <br />o ,fir N <br />U)zr �Mo�pZ <br />tn�o w w <br />W N v/ a w <br />t�¢Q <br />zLL, <br />.w O <br />Z <br />W aN Q <br />,> <br />5� <br />� �NillII111111'�\\\\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seat. <br />LE N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />M <br />�o <br />z d <br />fa <br />W C4W <br />Ho <br />-z <br />�$W <br />WOOD <br />o <br />Q <br />CQ <br />L— <br />a- <br />z <br />0 <br />Z <br />o }8 <br />� <br />� <br />U <br />z <br />C: <br />w <br />3 <br />z <br />juj <br />C/) <br />Ug <br />opz <br />8 o <br />0 <br />W <br />VoM-21 <br />r <br />N <br />0 <br />z< <br />wLUa <br />Q <br />uj <br />80�0 <br />z <br />z <br />' <br />o °0 <br />W <br />Ln <br />U j <br />LLI <br />M ' z o <br />ar ofp W U <br />p WFW I— <br />O <br />CCZ <br />z <br />z <br />0 <br />0 <br />06 <br />g <br />= <br />J <br />a� <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAM ES <br />VERSION N0. 4sO <br />SHEET NO. <br />D1 <br />1 <br />